- [1]冷伍明，丁荣峰，杨奇（通讯），陈琛等 .粗糙度对单桩竖向承载变形特性影响的试验研究[J],岩土力学，2023，录用
- [2]仲召银,冷伍明,杨奇（通讯）,吴亚飞,邓煜晨,徐方,阮波.深厚软土区桥梁基桩水平静载试验与m取值分析[J/OL].铁道科学与工程学报:1-12.DOI:10.19713
- [3]杨奇，王晓雅，聂如松（通讯),陈琛,陈缘正,徐方.间歇循环荷载作用下饱和砂土累积塑性变形及孔压特性研究[J], 岩土力学,2023（6)录用
- [4]杨奇,张磊,魏丽敏（通讯）,聂志红,聂如松,徐方,冷伍明.基于行车试验的高铁路基面动应力幅值概率分布规律及设计值研究[J].土木工程学报,2022,55(09):78-93
- [5]Chen Chen, Leng Wu Ming, Yang Qi（通讯）, et al. Effect of a filter cake on shear behavior of sand-concrete pile interface[J]. Journal of Central South University, 2022:1-14.
- [6]Chen Chen, Yang Qi(通讯), Leng Wu Ming, et al. Experimental Investigation of the Mechanical Properties of the Sand-Concrete Pile Interface Considering Roughness and Relative Density[J].Materials, 2022
- [7]周涛,徐方,杨奇*(通讯),吴亚飞.高速铁路桥梁桩基固结蠕变沉降计算方法研究[J].铁道科学与工程学报,2021,18(08):1968-1977
- [8]郭风琪，王鹏蛟，杨奇*(通讯)，余志武，冷伍明，陈琛.重载列车作用下桥墩—桩基竖向动荷载特性试验研究[J].土木工程学报, 2021, 54 (9) : 1-11.
- [9]Fang Xu; Bin Zhai; Wuming Leng; Qi Yang （通讯）*,Huikang Leng; Rusong Nie Probabilistic method for evaluating the permanent strain of unbound granular materials under cyclic traffic loading[J].Construction and Building Materials, 2020, 251
- [10]Qi Yang, Fang Xu*（通讯）, Wuming Leng, Rusong Nie, Chunyan Zhao.Deformation of Compressible Layers Below Pile Foundations of a High-Speed Railway[J].international Journal of Civil Engineering, 2019, 17 (6) : 881–895.
- [11]Yang Qi*（通讯）, Leng Wu Ming, Zhang Sheng Nie Rusong.Long term settlement prediction of high speed railway ridge pile foundation[J].Journal of Central South University, 2014, 21 (6) : 2415-2424.
- [12]Fang Xu, Qi Yang*（通讯）, Wenjie Liu, Wuming Leng, Rusong Nie.Dynamic stress of subgrade bed layers subjected to train vehicles with large axle loads.Shock and Vibration, 2018: 1-12.
- [13]Rusong Nie, Wuming Leng, Qi Yang*（通讯）, Y.Frank Chen, Xu Fang.Comparison and evaluation of railway subgrade quality detection methods[J].Journal of Rail and Rapid Transit, 2018, 232 (2) : 356-368.
- [14]Rusong Nie, Wuming Leng, Qi Yang*（通讯）, Y.Frank Chen.An improved instrumentation method for PHC piles.Proceedings of the Institution of Civil Engineers, 2016, 169 (6) : 494-508.
- [15]Rusong Nie, Wuming Leng, Qi Yang, Y.Frank Chen..Effects of Pile Residual Loads on Skin Friction.Soil Mechanics and Foundation, 2018, 55 (2) : 76-81.
- [16]Nie Rusong, Leng wuming, Chen Y.fank, Yang Qi.Experimental measurement of dynamic load parameters for pier pile caps of high-speed railway bridges[J].Journal of Rail and Rapid Transit, 231 (2) : 162-174.
- [17]Fang XU, Wuming LENG, Qishu ZHANG, Xi AI, Qi YANG.Additional stress in soil embankments subjected to a new prestressed reinforcement device[J].Journal of Civil Engineering and Management, 2019, 25 (7) : 700–714.
- [18]Nie Ru-song, Zhang Sheng, Leng Wuming, Yang Qi*.Experimental study on compression modulus of sandy soil.Geotechnical Special Publication，ASCE, 2013, 10: 289-296.
- [19]Xu Fang, Chai Jin.-Chun., Nie Rusong, Leng wuming, Yang Qi.A simple method for calculating settlement-time curves of PVD-improved deposits.Soil Mechanics and Foundation Engineering, 2019, 56 (1) : 21-27.
- [20]陈琛, 冷伍明, 杨奇*（通讯）, 金子豪, 赵春彦, 郭风琪.粗糙度对混凝土–砂土接触面力学特性的影响试验研究.岩石力学与工程学报, 2018, 37 (3) : 754-765.